Articles | Volume 7, issue 3
https://doi.org/10.5194/wes-7-1007-2022
https://doi.org/10.5194/wes-7-1007-2022
Research article
 | 
17 May 2022
Research article |  | 17 May 2022

Seismic soil–structure interaction analysis of wind turbine support structures using augmented complex mode superposition response spectrum method

Masaru Kitahara and Takeshi Ishihara

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Cited articles

American Society of Civil Engineers: Minimum design loads for buildings and other structures, ASCE/SEI 7-05, Reston, VA, 2006. 
Architectural Institute of Japan: Seismic response analysis and design of buildings considering dynamic soil-structures interaction, Maruzen, Tokyo, ISBN 9784818905658,, 2006 (in Japanese). 
Ashford, S. A., Boulanger, R. W., Donahue, J. L., and Stewart, J. P.: Geotechnical quick report in the Kanto plain region during the March 11, 2011, Off Pacific Coast of Tohoku Earthquake, Japan, Geotechnical Extreme Events Reconnaissance, Berkeley, CA, GEER Association Report no. GEER-025a, http://learningfromearthquakes.org/2011-03-11-tohoku-japan/images/2011_03_11_tohoku_japan/pdfs/QR1_GEER_Quick_Report_April_5_2011.pdf (last access: 20 April 2022), 2011. 
Bazeos, N., Hatzigeorgiou, G. D., Hondros, I. D., Karamaneas, H., Karabalis, D. L., and Beskos, D. E.: Static, seismic and stability analysis of a prototype wind turbine steel tower, Eng. Struct, 24, 1015–1025, 2002. 
Building Performance Standardization Association: Typical observed seismic waves (acceleration data), http://www.seinokyo.jp/jsh/top/ (last access: 20 April 2022), 2022 (in Japanese). 
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Short summary
The seismic soil–structure interaction of wind turbine support structures is investigated. Wind turbine support structures are modelled as a non-classically damped system, and its seismic loadings are analytically derived by the response spectrum method. To improve the prediction accuracy of the shear force on the footing, a threshold for the allowable modal damping ratio is proposed. The proposed method is capable of effectively estimating seismic loadings on the tower and footing.
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